PRATHMIK SWASTH KENDR MAHDEVA DUBEY SE PITCH ROAD TAK CC ROAD NIRMAN KARY

Excavating supplying ,stacking and filling of local earth (including royality )by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trench ,plinth sides of foundation etc 2.25A

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan ),including getting out the excavated soil and disposal of surplus earth upto 50 m including dressing of sides and ramming of bottoms, lift upto 1.5 m as directed by Engineer-in- Charge:

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded Stone ballast 40 mm nominal size)

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)

Construction of granular sub-base by providing well graded material, spreading in uniform layers mixing by mix in place method at OMC, and compacting with vibratory roller to achieve the desired as per tech. spedification clause 401

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (wherever specified) and water finishing to lines and grade as per drawing and Technical specification clause- 1501

Steel reinforcement for R C C work including straightening ,cutting bending placing in position and binding all complete tmt bar of grade Fe-500

Providing and fixing marble stone & photography

GST @ 18%